W911WN-16-B-8007_0001.pdf

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT

1. CONTRACT ID CODE

J

PAGE OF PAGES

1 13

2. AMENDMENT/MODIFICATION NO.

3. EFFECTIVE DATE

14-Sep-2016

4. REQUISITION/PURCHASE REQ. NO.

W81ET461136512

5. PROJECT NO.(Ifapplicable)

6. ISSUED BY CODE W911WN 7. ADMINISTERED BY (Ifother than item 6) CODE

U.S. ARMY ENGINEER DISTRICT, PITTSBURGH

ATTN CELRP-RC-P

W S MOORHEAD FEDERAL BUILDING

1000 LIBERTY AVENUE ROOM 2203

PITTSBURGH PA 15222-4186

See Item 6

8. NAME AND ADDRESS OF CONT RACT OR (No., Street, County, State and Zip Code) X 9A. AMENDMENT OF SOLICITATION NO.

W911WN-16-B-8007

X 9B. DATED (SEE ITEM 11)

19-Aug-2016

10A. MOD. OF CONT RACT/ORDER NO.

10B. DATED (SEE ITEM 13)

CODE FACILIT Y CODE

11. THIS ITEM ONLY APPLIES TO AMENDMENT S OF SOLICITATIONS

X The above numbered solicitation is amended as set forth in Item 14. The hour and date specified for receipt of Offer is extended, X is not extended.

Offer must acknowledge receipt ofthis amendment prior to the hour and date specified in the solicitation or as amended by one ofthe following methods:

(a) By completing Items 8 and 15, and returning 1 copies ofthe amendment; (b) By acknowledging receipt ofthis amendment on each copy ofthe offer submitted;

or (c) By separate letter or telegramwhich includes a reference to the solicitation and amendment numbers. FAILURE OF YOUR ACKNOWLEDGMENT TO BE RECEIVED AT THE PLACE DESIGNATED FOR THE RECEIPT OF OFFERS PRIOR TO THE HOUR AND DATE SPECIFIED MAY RESULT IN

REJECTION OF YOUR OFFER. Ifby virtue ofthis amendment you desire to change an offer already submitted, such change may be made by telegramor letter, provided each telegramor letter makes reference to the solicitation and this amendment, and is received prior to the opening hour and date specified.

12. ACCOUNT ING AND APPROPRIAT ION DAT A (If required)

13. THIS ITEM APPLIES ONLY TO MODIFICAT IONS OF CONT RACTS/ORDERS.

IT MODIFIES THE CONT RACT /ORDER NO. AS DESCRIBED IN ITEM 14.

A. THIS CHANGE ORDER IS ISSUED PURSUANT TO: (Specify authority) THE CHANGES SET FORTH IN ITEM 14 ARE MADE IN THE

CONT RACT ORDER NO. IN ITEM 10A.

B. THE ABOVE NUMBERED CONT RACT /ORDER IS MODIFIED TO REFLECT THE ADMINIST RAT IVE CHANGES (such as changes in paying office, appropriation date, etc.) SET FORTH IN ITEM 14, PURSUANT TO THE AUT HORIT Y OF FAR 43.103(B).

C. THIS SUPPLEMENTAL AGREEMENT IS ENTERED INTO PURSUANT TO AUT HORIT Y OF:

D. OTHER (Specify type of modification and authority)

E. IMPORT ANT: Contractor is not, is required to sign this document and return copies to the issuing office.

14. DESCRIPT ION OF AMENDMENT /MODIFICAT ION (Organized by UCF section headings, including solicitation/contract subject matter where feasible.)

RE: FURNISH AND INSTALL LOCOMOTIVE CRANE(S)

The purpose of this amendment is to include Questions and Answ ers, provide updated Specifications, incorporate Crane Car Draw ings, and update the Period of Perfomance days to include revising the Section 00700 and 00800 verbiage and clause 52.211-10.

See Summary of Changes for details.

Except as provided herein, all terms and conditions ofthe document referenced in Item 9A or 10A, as heretofore changed, remains unchanged and in full force and effect.

15A. NAME AND TITLE OF SIGNER (Type or print) 16A. NAME AND TITLE OF CONT RACTING OFFICER (Type or print)

TEL: EMAIL:

15B. CONT RACT OR/OFFEROR

(Signature of person authorized to sign)

15C. DATE SIGNED 16B. UNIT ED ST AT ES OF AMERICA

BY

(Signature of Contracting Officer)

16C. DATE SIGNED

14-Sep-2016

EXCEPTION TO SF 30

30-105-04

ST ANDARD FORM 30 (Rev. 10-83) APPROVED BY OIRM 11-84 Prescribed by GSA

FAR (48 CFR) 53.243

W911WN-16-B-8007

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

SECTION 00010 - SOLICITATION CONTRACT FORM

The contractor period of performance end date has increased by 60 days from 540 days to 600 days.

The following have been added by full text:

QUESTIONS AND ANSWERS

1. In order that we may complete our quote, please extend the bid due date 3 weeks from the time you will provide all requested data and answers to the questions.

Answer. Due to funding constraints, the bid date cannot be extended.

2. “Special Procedures” paragraph 3.2.2.2 States that the installation of the crane at the main channel dam may be performed by floating equipment from the upper pool side of the dam. If this work is to be completed within 540 days, then the estimated installation will need to be performed in March 2018. Even though the air temperature may be greater than 32 degrees, there is the likelihood of ice being present making the use of floating equipment impossible. Can you please extend the time of completion to 730 days?

Answer. The base contract will be increased by 60 days from 540 to 600 calendar days by amendment.

3. Based on our manufacturing schedule, and your potential purchase of optional back channel crane (purchased before end of 2016), can we opt to bid the work consecutive – install the back channel crane right after the front channel crane?

Answer. The installation schedule is to be developed by the Contractor and must comply with the contract requirements.

As stated in Section 00700 Contract Clauses, 52.211-10 Commencement, Prosecution, and Completion of Work (as amended) and Section 00800 00800-6 Awardable Options, the first crane must be installed within 600 calendar days after receipt of Notice to Proceed and the contract completion time will be extended 180 calendar days if the awardable options are exercised for a total of 780 calendar days. Clauses 52.211-10 and 00800-6 have been revised by amendment to clarify this.

4. Solicitation clause 52.211-12 (LD’s). What is the basis of the value of LD’s? Can you change the LD’s to $1,121 / week?

Answer. Liquidated damages are based on the Government’s cost to administer the contract. The liquidated damages will not be changed.

5. In order for us to offer the best price, please revise the solicitation to include Installment Payments for purchase of the crane – FAR Clause 52.232-30.

Answer. This is a construction contract solicitation, not a Commercial Item Purchase, so the requested clause does not apply.

6. It is our experience that Government purchases and purchase such as this (where crane is used in the production and subsequent sale of electricity or other end product) is not subject to sales tax. Can Purchaser provide a tax exemption certificate or tax withholding certificate for some or all items purchased? Please provide details of the certificate?

Answer. The sales tax exemption does not apply in Pennsylvania.

7. What is the basis of award? Please provide the selection criteria and method of scoring or selection?

Answer. The award will be made to the responsive bidder with the lowest total price inclusive of the total price for all options and the total price for the basic requirement in accordance with FAR 52.217-5.

8. Please clarify the description of the crane use, in specification section on “Auxiliary Crane” paragraph 1.3? During the meeting it was stated that the crane only performs lifting tools and equipment to maintain the lock and dam and that the crane is not used to lift the gates or lift stuck debris in the river. Therefore, can we justify and design the crane with standard service factors typical for this application and operating speeds?

Answer. A requirement has been added by Amendment to also require compliance with ASME B30.23 (2011) Personnel

Lifting Systems for use with a man basket. Standard service factors for the intended use and operating environment are acceptable.

9. What is the maximum weight that can be placed on the runway? Can the test weights be placed on the runway along with the 2 cranes? Can 2 cranes be placed on the runway?

Answer. Per spec section 41 22 13.29 08 paragraph 1.3.2.2, the maximum load would be 95,000 pounds plus the 15 ton maximum load. This load restriction is for each bridge span. A second crane can be on the dam as long as the two cranes are not located on the same bridge span. The dam bridge consists of a short solid section on top of each pier with a separate bridge span between each set of piers.

10. “Auxiliary Crane” paragraph 1.3. The existing crane has a single non-telescoping mast. Can the new crane also be supplied with a single non-telescoping mast?

Answer. No, a telescoping mast is required as specified.

11. The following are in regards to the installation of the back channel crane. See attached sketch:

a. Who owns the property just to the east (up-river) from the back channel dam (e.g. provide contact information)?

Where is the property line separating the dam property from the business property to the east of the back channel dam?

Answer. Property ownership information is not currently available. The Government property extends to approximately the light pole and Jersey barriers.

b. Can the Corps get permission from the business owner to allow us to utilize a portion of the parking lot for delivery of trucks and set-up of a mobile crane?

Answer. The area between the fence and the Jersey barriers is Government property. Obtaining rights to use additional property would require a real estate action which is not feasible at this time and is not considered to be necessary for this work.

c. Can we remove some of the trees on the Neville Island Shore immediately up-river from the back channel dam?

Answer. Removal of trees will not be permitted.

d. What is the dimension from the fence on the east side of the dam property to the light pole? (“D”).

Answer. We do not have a drawing showing this dimension, using Google maps distance D is approximately 50ft. The accuracy of the Google maps dimension has not been verified.

e. What is the clearance footprint ground dimensions from the dam, near the 30 Ton monorail service structure, to the building (within the fence)? (“A”, “B”, “C”).

Answer. Distance A is approximately 27ft, distance B is approximately 25ft, and distance C is approximately 25ft.

12. In order for us to submit a bid, please allow the use of our standard design which will meet the intent of your specification.

“Electrical Work”:

a. (2.2) Instead of a 120/240 single phase generator - We will use a 3 phase generator and transformer to supply control circuits.

Answer. A 3 phase generator is acceptable provided a transformer is used to derive the 120/240V single phase.

b. (2.4) Wiring and cabling and grounding shall be in accordance with NFPA and NEC requirements.

Answer. Wiring shall conform to specs paragraph 2.4. Electrical installation shall conform to NFPA70 as specified in 3.1.

c. (2.5) Junctions boxes shall be mounted with zinc plated hardware.

Answer. Mounting hardware shall be stainless steel as stated in specs paragraph 2.5, please bid accordingly.

d. (2.12) Our standard oil heater is 3ph. We request that you supply 480 V / 3 / 60 standby power to our receptacle.

Answer. 480 V 3 phase stand-by power can be provided if required.

e. (2.15) We understand that “sump” heater is the same as oil reservoir heater.

Answer. The paragraph has been revised to “oil reservoir and engine sump heaters” by amendment.

f. (2.16) Sensing devices will be provided as commercially available for the application. Answer. Sensing devices will be evaluated during the shop drawing submittal process.

g. (2.16.2.3) A load pin with design factor of 5:1 will be placed in the wire rope dead end termination and be in accordance with industry standards – This will provide the best system accuracy and is common industry practice.

The load pin can be provided with a certificate of conformance and optional factory load test and inspection by the pin manufacturer.

Answer. Load pins can be used in place of load cells.

“Auxiliary Crane”:

a. (1.3 & 2.2) The engine is a liquid cooled type with forced-air radiator.

Answer. The requirement for an air cooled engine has been deleted by amendment.

b. (2.1) States that the wheels shall be not less than 24” in diameter for ASCE 85 # rail. Instead, can we justify - with an industry standard (e.g. CMAA #70) - the use of a smaller diameter wheel?

Answer. The minimum wheel diameter is 24” as specified, this is already reduced from the diameter of the existing crane wheels.

c. (2.1) We normally provide higher efficiency anti-friction bearings with provisions for grease lubrication.

Answer. Anti-friction bearings are acceptable and have been added by amendment.

d. (2.3) The minimum (preliminary) calculated line-pull is 7,800 lbs. An appropriate hoist and rope with industry applicable design factors will be selected.

Answer. The single line pull and wire rope size/type shall be as specified.

e. (2.3) Maximum line speeds of 87 FPM (loaded) and 204 FPM (unloaded) will be requested and verified at final design and in accordance with hoist manufactures standard speeds. Final selected speeds may be different.

Answer. “Approximately” has been added to the lines speeds by amendment.

f. (2.14) We will supply a T.B.D. HP continuous duty diesel engine which will drive a pump drive having a series of variable volume hydraulic pumps at 2,200 RPM with a max flow of 128 GPM total. This will be a load sensing, open-loop torque limiting system, which will only use the horse power required without staling the diesel engine.

Answer. “two” pumps has been changed by to “one or more by amendment”.

13. In accordance with the specifications – section 01 35 00.00 08 (Special Procedures) item 1.5.1. – Can you please send me the “prints of shop drawings for the existing locomotive crane car body”? Also please send any installation plans or calculations if available.

Answer: A pdf file containing the available car body shop drawings of the existing cranes is attached. The drawings are not complete, but they are all that we have on file.

14. Can you send me data for the 30 Ton monorail gate maintenance hoist (general arrangement with hoist weights) and details (drawings and calculations) of the steel supporting structure and footings?

Answer: The 15 Ton Locomotive Cranes are the maintenance cranes, not the monorail 30 Ton Bulkhead Hoist. The

Bulkhead Hoist is designed specifically to handle the bulkheads with a special lifting beam that can only engage the lifting eyes on each bulkhead section. The Bulkhead Hoist cannot be used to assist in the installation of the new locomotive cranes or removal of the existing locomotive cranes.

15. At the site visit there was an indication your forces would remove the conductor rail support & repaint the exposed surfaces. You would also cut off the anchor bolts & grind flush.

Answer: The conductor rail system on both the Main Channel Dam and Back Channel Dam will be completely removed by the Corps prior to installation of the new cranes. This includes the conductor rail, supports and all mounting hardware. Spec Section 01 35 00.00 08 Paragraph 3.2.3 Removal of Existing Equipment will be revised by amendment. In addition, Shore Power requirements are already covered in Spec Section 26 05 00.00 08 Paragraph

2.12 Stand-by Power.

The following specifications have been revised and are attached to this amendment

01 32 33 DIGITAL PROGRESS IMAGES

26 05 00.00 08 ELECTRICAL WORK

41 22 13.29 08 AUXILIARY CRANE

SECTION 00700 - CONTRACT CLAUSES

The following have been modified:

52.211-10 COMMENCEMENT, PROSECUTION, AND COMPLETION OF WORK (APR 1984)

The Contractor shall be required to (a) commence work under this contract within 10 calendar days after the date the Contractor receives the notice to proceed, (b) prosecute the work diligently, and (c) complete the entire work ready for use not later than 600 calendar days after receipt of Notice to Proceed. The time stated for completion shall include final cleanup of the premises. If the Awardable Option items are exercised, the contract completion time will be extended 180 calendar days from the base contract completion date.

(End of clause)

SECTION 00800 - SPECIAL CONTRACT REQUIREMENTS

The following have been modified:

ADDENDUM TO SECTION 00800

ADDENDUM TO SECTION 00800 – SPECIAL CONTRACT REQUIREMENTS

00800-1 W A G E RATES

The attached schedule of wage rates from the Department of Labor contains rates applicable to that portion of the work performed at the project under this contract.

General Decision Number: PA160004 08/12/2016 PA4

Superseded General Decision Number: PA20150004

State: Pennsylvania

Construction Types: Heavy and Highway

Counties: Allegheny, Armstrong, Beaver, Bedford, Blair, Butler, Cambria, Cameron, Centre, Clarion, Clearfield, Clinton, Crawford, Elk, Erie, Fayette, Forest, Franklin, Fulton, Greene, Huntingdon, Indiana, Jefferson, Lawrence, McKean, Mercer, Mifflin, Potter, Somerset, Venango, Warren, Washington and Westmoreland Counties in Pennsylvania.

http://www.wdol.gov/wdol/scafiles/davisbacon/PA4.dvb?v=10

00800-2 PAYMENT FOR PERFORMANCE AND PAYMENT BONDS

a. In order to ensure that sufficient funds have been set-aside for payment of performance and payment bond premiums, bidders shall insert in Bid Items Nos. 0001 and 1001, an appropriate not-to-exceed dollar amount. Failure of bidders to insert a not-to-exceed dollar amount in Bid Items Nos. 0001 and 1001 will cause the bid to be rejected as non-responsive

b. The Contractor shall be reimbursed the actual bond costs only, as established by evidence of full payment to the surety, up to the dollar amount set forth in Bid Items Nos. 0001 and 1001. In no case will the Contractor be reimbursed an amount which exceeds the dollar amount set forth in Bid Items Nos. 0001 and 1001.

c. The Government will reimburse only the Prime Contractor for actual paid bond premiums. The Government will not reimburse any subcontractor's paid bond premiums.

00800-3 REQUIRED INSURANCE

a. The Contractor shall procure and maintain during the entire period of his performance under this contract, the following minimum insurance. (See also the clause of the contract entitled "Insurance - Work on a Government Installation").

Type Bodily Injury Amount Property

Damage Comprehensive General Liability $500,000 Per Occurrence $100,000

Automobile Liability $200,000 Each Person ‐‐

$500,000 Per Occurrence $20,000 http://www.wdol.gov/wdol/scafiles/davisbacon/PA4.dvb?v=10

Workmen’s Compensation and Employer’s Liability As Legally Required by the State

b. The Contracting Officer will notify the Contractor of any noncompliance with the foregoing provisions. The Contractor shall, after receipt of such notice, immediately comply. Such notice, when delivered to the Contractor or his representative at the site or mailed to the Contractor's address, will be deemed sufficient for the purpose. If the Contractor fails or refuses to comply promptly, the Contracting Officer may issue an order stopping all or part of the work until the Contractor complies. No part of the time lost due to any such stop orders shall be made the subject of a claim for extension of time or for excess costs or damages by the Contractor. Compliance with the provisions of this article by subcontractors will be the responsibility of the Contractor.

c. Longshoreman and Harbor Worker's Insurance MAY be required for this work.

Please consult with your insurance carrier and applicable statutes (33 USC 901, et. seq.).

00800-4 SAFETY AND HEALTH REQUIREMENTS MANUAL

A copy of the current US Army Corps of Engineers Safety and Health Requirements

Manual, EM 385-1-1 and its changes are available at http://www.usace.army.mil/CESO/pages/home.aspx. The Contractor shall be responsible for complying with the current edition and all changes posted on the web as of the effective date of this solicitation.

00800-5 WORK UNDER OTHER CONTRACTS

Attention is directed to the fact that other Contractors may be employed by the

Government or by local interests at or in the vicinity of the work covered by these specifications. All Contractors shall have equal rights to the use of all roads and grounds so far as practicable and this Contractor shall cooperate with other Contractors so that the work may be performed with the maximum efficiency. Should a disagreement occur between Contractors as to the use of facilities or in other matters, the decision of the Contracting Officer shall govern.

00800-6 AWARDABLE OPTIONS

Only the basic contract items 0001 through 0004 will be awarded initially.

Awardable Option Items 1001 through 1004 will be awarded as a group. The determination to award these awardable option items will be made no later than December 31, 2016. Upon award of the awardable option items 1001 through 1004, the contract completion time will be extended 180 calendar day. The completion time for the basic contract items will remain unchanged http://www.usace.army.mil/CESO/pages/home.aspx

00800-7 TIME EXTENSIONS FOR UNUSUALLY SEVERE WEATHER

a. This provision specifies the procedure for the determination of time extensions for unusually severe weather in accordance with the clause entitled "Default (Fixed- Price Construction)". In order for the Contracting Officer to award a time extension under this clause, the following conditions must be satisfied.

(1) The weather experienced at the project site during the contract period must be found to be unusually severe; that is, more severe than the adverse weather anticipated for the project location during any given month.

(2) The unusually severe weather must actually cause a delay to the completion of the project. This delay must be beyond the control and without the fault or negligence of the Contractor.

b. The following schedule of monthly anticipated adverse weather delays is based on National Oceanic and Atmospheric Administration (NOAA) or similar data for the project location and will constitute the base line for monthly weather time evaluations. The Contractor's progress schedule must reflect these anticipated adverse weather delays in all weather dependent activities.

MONTHLY ANTICIPATED ADVERSE WEATHER DELAY

WORK DAYS BASED ON (5) DAY WORK WEEK

JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC

11 8 6 5 6 5 5 4 4 4 5 8

c. Upon acknowledgment of the Notice to Proceed (NTP) and continuing throughout the contract, the Contractor will record on the daily CQC report, the occurrence of adverse weather and resultant impact to normally scheduled work. Actual adverse weather delay days must prevent work on critical activities for 50 percent or more on the Contractor's scheduled work day. The number of actual adverse weather delay days shall include days impacted by actual adverse weather (even if adverse weather occurred in previous month), be calculated chronologically from the first to the last day of each month, and be recorded as full days. If the number of actual adverse weather delay days exceeds the number of days anticipated in paragraph b. above, the Contracting Officer will convert any qualifying delays to work days, giving full consideration for equivalent fair weather work days, and issue a modification in accordance with the clause entitled, "Default (Fixed-Price Construction)".

d. The anticipated adverse weather work days listed above are based on days with precipitation greater than 0.1 inch and/or maximum temperature below 32 degrees F.

The numbers shown represent the number of work days (not calendar days) normally expected to have these particular weather conditions based on historical data obtained from the "Climatography of the United States No. 20". The actual number of days will vary. This information is furnished for computation of possible time extensions due to weather delays and is not intended to imply that no work can be done on these days. The Contractor shall make his own determination of the effect of these conditions on his operations under this contract, and schedule his work accordingly.

00800-8 WORK PERFORMED BY CONTRACTOR

Within ten (10) days after award of the contract, the successful bidder will be required to furnish a description of the work which he intends to perform with his own organization, the percentage of the total work this represents, and the estimated cost thereof.

00800-9 CONTRACTOR QUALITY CONTROL

Section 01 45 01, USACE QUALITY CONTROL, of this specification requires that the Contractor's Quality Control System Manager or person responsible for Contractor Quality Control complete the Corps of Engineers' "Construction Quality Management for Contractors" course not later than 90 days after receipt of the Notice to Proceed. The course consists of approximately 12 hours of classroom instruction and is offered periodically by the Pittsburgh District. For additional information on scheduling and location of the training, contact Theresa Bon Anno, U.S. Army Engineer District, Pittsburgh, Upper Ohio Area Office, 3510 Grand Ave., Pittsburgh, Pennsylvania 15225, telephone (412) 395-7677.

Certification of course completion is valid for 5 years. Completion of training offered by other Corps of Engineers Districts will be acceptable provided a valid certification is presented.

00800-10 COPYING, DISSEMINATION OR DISTRIBUTION OF INFORMATION.

Those who disseminate information contained in the solicitations and/or drawings must ensure that the recipients have a legitimate need for the information and maintain a record of each recipient. Legitimate need means recognized business entities seeking to do business, or having business, with the Government as prime contractors, subcontractors or suppliers.

You shall maintain a record of the following information on each recipient: Business name and address, DUNS Number and IRS Tax ID Number, and name and telephone number of person receiving the information.

00800-11 EQUIPMENT OWNERSHIP AND OPERATING EXPENSE SCHEDULE

(a) This special contract requirement does not apply to terminations. See 52.249-5000, Basis for Settlement of Proposals, and FAR Part 49.

(b) Allowable cost for construction and marine plant and equipment in sound workable condition owned or controlled and furnished by a contractor or subcontractor at any tier shall be based on actual cost data for each piece of equipment or groups of similar serial and series for which the Government can determine both ownership and operating costs from the contractor's accounting records. When both ownership and operating costs cannot be determined for any piece of equipment or groups of similar serial or series equipment from the contractor's accounting records, costs for that equipment shall be based upon the applicable provisions of EP 1110-1-8, Construction Equipment Ownership and Operating Expense Schedule, Region I. Working conditions shall be considered to be average for determining equipment rates using the schedule unless specified otherwise by the contracting officer. For equipment not included in the schedule, rates for comparable pieces of equipment may be used or a rate may be developed using the formula provided in the schedule. For forward pricing, the schedule in effect at the time of negotiations shall apply. For retroactive pricing, the schedule in effect at the time the work was performed shall apply.

(c) Equipment rental costs are allowable, subject to the provisions of FAR 31.105(d)(ii) and FAR 31.205-36, Rental Costs. Rates for equipment rented from an organization under common control, lease-purchase arrangements, and sale-leaseback arrangements, will be determined using the schedule, except that actual rates will be used for equipment leased from an organization under common control that has an established practice of leasing the same or similar equipment to unaffiliated lessees.

(d) When actual equipment costs are proposed and the total amount of the pricing action exceeds the SAT, the contracting officer shall request the contractor to submit either certified cost or pricing data, or partial/limited data, as appropriate. The data shall be submitted on Standard Form 1411, Contract Pricing Proposal Cover Sheet.

00800-12 SUBMISSION OF CONTRACT DOCUMENTATION

Provide contract documentation in an electronic format to the greatest extent practicable. Contract documentation to be submitted electronically includes, but is not limited to, the following:

• Submittals, including ENG 4025 transmittal form

• Meeting Minutes

• Construction Photographs

• Correspondence

• Requests for Information

• Payroll Documents

• Statement and Acknowledgement Forms (SF 1413)

• Request for Additional Classification (SF 1444)

• Progress Payment Requests and Supporting Documentation

• Contract Modification Documentation, including SF 30, Contractor’s Offer, Cost/Pricing Audit Report, and Certificate of Current Cost or Pricing Data

• Contractor Quality Control Reports (with attachments)

• Accident Reports

• Schedules and Schedule Updates

• Closeout Documentation, including Release of Claims

Electronic files must be of sufficient quality that all information is legible. Electronic format shall be in Adobe.PDF format, unless otherwise specified or directed by the Contracting Officer. Whenever possible, PDF files shall be generated from original documents so that the text included in the PDF file is both searchable and can be copied. If documents are scanned, Optical Character Resolution (OCR) routines are required. Files exceeding 30 pages shall be indexed and bookmarked to allow efficient navigation of the file. When required, the electronic file must include a valid electronic signature, or scan of a signature.

Email electronic documents fewer than 10MB to an email address as directed by the Contracting Officer. Electronic documents over 10MB shall be provided on a CD/DVD, or through an electronic file sharing system such as the AMRDEC SAFE Web Application located at the following website:

https://safe.amrdec.army.mil/safe/

The Contractor shall be prepared to provide up to five (5) additional paper hard copies of any contract document at the discretion of the Contracting Officer, at no additional cost to the Government. In addition to the electronic file format described above, the following list of documents shall be provided in their original format because law or other regulations require signed originals be kept in accordance with FAR 4.805 -- Storage, Handling, and Disposal of Contract Files:

• Advance Payment Bond

• Bid Bond including Annual Bid Bond

• Performance Bond including Annual Performance Bond

• Payment Bond

• Patent Infringement Bond

• Any performance security instruments

• Certificate of Insurance

• Novation/Change of Name Agreement

• Assignment of Claims

• Any document containing a raised seal. Examples include o Notarized documents o Architecture Drawings

• Paper Payroll Documents

• Physical signatures on contracts and modifications o SF 1442 o SF 30

(End of Summary of Changes)